Influence of Fiber Orientation on the Shear Properties of Steel Fiber-Reinforced Reactive Powder Concrete Beams

Table 8

Calculated value of and its evaluation.

Sample type	The specimen variable (%)			()			Error value	Standard deviation
					Calculated	Measured
ASFRPC	L20-A1	4.52	100	1.3843	1.9797	1.916	0.0637	0.0951
	L30-A1	4.72	150	1.152	1.6948	1.653	0.0418
	L40-A1	4.88	200	0.9674	1.4886	1.494	0.0054
	L20-A2	4.88	100	1.6615	2.2460	2.403	0.1570
	L30-A2	5.16	150	1.3369	1.8901	1.819	0.0711
	L40-A2	5.40	200	1.106	1.5689	1.706	0.1371